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REV-18-1969Address: [O (OX ki\1`1\°1�j BUILDING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 VI � •~y�IX PERMIT APPL CATION G - BUILDING ❑ ELECTRIC ❑ ROOFING PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS JOB ADDRESS: - 1 ° 1 I3 ' City: Folio/Parcel#: Miami Shores County: 32o5 UJ'\ 0`1ro a ter Permit No. RECEIVED JUL 21 ?0i 6,411 FBC 20 H- OoCV 1 Y-1128 T 1 ub Permit No. Q.E\i & I quo( REVISION ❑ EXTENSION ❑RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS Miami Dade Zip: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): )A.A.9 ;,k,..A. �i1�tLna4fct�5 y- 42Ji.to PA1AC 10A phone#: Address: 9\. A\ ve \ -N AVu City: N1i,6\1v\; 4)NVon;1� Tenant/Lessee Name: Np State: Email: 5QJN'o 1 1\v, I OAA zip: 313F Phone#: _ 51 - I CONTRACTOR: Company Name: JpOIWrLkJ (V)/AR.,h�. INC. Phone#: 3 OS - (o(- 11-G`l , City: (N l� A t (kU}C State: Zip: 311 \ Qualifier Name: Rost QOWI Phone#: State Certification or Re istration #: Certificate of Competency #: '305 - (4'l - Z A(,� l� DESIGNER: Architect Engin er: ✓Q S\A E \N (a0\�) Phone#: E - 110 9 T �05' 13L-3D4`( Address: ( 1_4 2 o Sw .� Sf 4 Ave State: K- Zip: 1 5(.., Value of Work for this Permit: $ Type of Work: Description of Work: ()n00 ❑ Addition Alteration /kOD 3Gi SG�lar \N f)ca_ City: 1\1 !AM Square/Linear Footage of Work: Z.4) L. n New ❑ Repair/Replace ❑ Demolition c; (LA i FOILM o N Tbp of Specify color of color thru tile: Submittal Fee $ Permit Fee $ 2 1 0 Scanning Fee $ - I Radon Fee $ Zol D DBPR $ 4 . 0 S Technology Fee $ 1 • Z Structural Reviews $ C 0 3S P 4 (Revised02/24/2014j Training/Education Fee $ CCF $ S • 4 CO/CC $ - Notary $ 5 Double Fee $ Bond $ TOTAL FEE NOW DUE $ 3qS . Is 430 .�s Bonding Company's Name (if applicable) I ... . J • 6 Bonding Company's Address �A NA ...1 Pc City City u State Mortgage Lender's Name (ifapplicable) Mortgage Lender's Address *- ;,. + rir -.1 / =" -. i gf .�° t ,I)City r State . = r1, W� i , 1 1. Zip,` Y3 Application 'is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC Zip • .1 it OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD'A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure wi I be delivered to the person whose property is s ct to attachment. Also, a certified copy of the recorded notice of.c mmencem: t ust be posted at the job site for the first insp do •ch occurs seven (7) days after the building permit is issi-ied. ,In the 'bs: ce of s ' posted notice, the inspection will d and a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this & day of JvLy , 20 (s OCSDESt' 1 fYvir o iYs ppersonally known to me or who has produced ri_ &\ f_. uC N SV as identification and who did take an oath. NOTARY PUBLIC: Sign: by Print: St Nbiis. Nuteer . r r . Seal: oY Notary Public State of Florida Sindia Alvarez My Commission FF 156750 4.0Ffxo Expires 09/0312018 /t, �v, AJ� J. *;c,' .e. ******************`"+k•'1/#ytsrr>*#ek********************************************* Signature CO RACTOR The for goi : instrument was acknowledged befor e this 2 `[J day of U t , 20 , by L)Yo , (4 Oss \ who is personally known to me or who has produced T l I ICQ % €, as identification and who did take an oath. Ni ;�UBLI �N' Print: ,•��pP� Pie •, MAHARAIK.GONZALEZ ION # GG 044602 EXPIRES: November2 20 0 •,,,oF c; :on. ed Thru Notary Public Underwriters APPROVED By,, Plans Examiner Seal: (Revised02/24/2014) • Structural Review ** ******* ****Pk*4. ********* Zoning Clerk to SOUTHERN MARINE CONSTRUCTION, INC. -www.southernmarineconstruction.net P.O. Box 414194 Miami Beach, Florida 33141-0194 Phone-305-861-2764 Fax-305-865-4848 7�jee�( INCL. 3 Semis 6�- ��v�- s Sl ciNeut FfLt--Lic.L-/ +Let^-- r\-2-6.--u_A ON l Ad ilio-A( li‘ c e _ kize A-4 7 ti R, 00aiFtc4,' d6 GENERAL NOTES DESIGN: IN ACCORDANCE WITH FBC 2014, 5th EDITION & ASCE. 7-10 PILE NOTES: ALL WOOD PILES TO BE SOUTHERN PINE AND COMPLY WITH A.S.T.M. d25-79 AND BE PRESSURE TREATED W/ C.C.A. FEDERAL SPECIFICATIONS TT—W-550D(1) OR TT—W-00550E(1) AND AWFA—MP-4. PILES TO HAVE A MIN. DIA. OF 12" PRESTRESSED CONCRETE: RECOGNIZED TESTING LABORATORY TO VERIFY CONCRETE ATTAINING A STRENGTH OF 6000 psi IN 28 DAYS. CONCRETE SHALL ATTAIN A STRENGTH OF 3500 psi BEFORE STRANDS ARE RELEASED. REINFORCING SHALL BE PER ASTM A416-6820K STRANDS WITH #5 GAUGE WIRE SPIRALS AT AN 8 INCH PITCH EXCEPT AT ENDS WITH 6 TURNS AT A 3 INCH PITCH. MINIMUM PENETRATION OF ALL PILES TO BE AS FOLLOWS: INTO BEDROCK— 6 FEET MIN. MINIMUM SAFE BEARING: 10 TONS WOOD PILE & 25 TONS CONCRETE PILE CONCRETE: CONCRETE FOR THE CAP SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 5000 psi AT THE END OF 28 DAYS. REINFORCING STEEL: ALL REINFORCEMENT SHALL BE 60K psi MINIMUM YIELD NEW BILLET STEEL IN ACCORDANCE WITH ASTM A615 GRADE 60. ALL BAR LAPS SHALL BE A MINIMUM OF 48 BAR DIAMETERS. PLACING OF REINFORCEMENT SHALL CONFORM TO THE LATEST ACI AND MANUAL OF STANDARD PRACTICE CODES. STRUCTURAL LUMBER: ALL DIMENSIONAL LUMBER TO BE PRESSURE TREATED, #1 GRADE S.P. OR BETTER (BEAMS TO BE NON —DENSE SELECT SELECT STRUCTURAL) AND COMPLY WITH NDS 2012 SPECIFICATIONS. HARDWARE: ALL HARDWARE TO BE HOT DIPPED GALVANIZED ACCORDING TO ASTM A-153-80 OR AS SPECIFIED. BOLTS: ALL MACHINE BOLTS TO BE HOT DIPPED GALVANIZED ACCORDING TO ASTM A307-83A. DESIGN LOADS: 501bs/F72 OF LIVE LOADS 175 mph WIND VELOCITY, EXPOSURE "D" APPROVED - ALL EXISTING STRUCTURES TO REMAIN UNLESS OTHERWISE NOTED TO BE REMOVED. - THIS DRAWING IS THE PROPERTY OF SOUTHERN MARINE CONSTRUCTION, INC. AND IS AN INSTRUMENT OF SERVICE NOT TO BE REPRODUCED IN WHOLE OR PART WITHOUT THE EXPRESSED WRITTEN PERMISSION OF SOUTHERN MARINE CONSTRUCTION, INC. - ALL DIMENSIONS AND ELEVATIONS MUST BE FIELD VERIFIED. ZONING STRUCTURAL RE.CE.IVED JUL 17 zola DERM oulces Regulational s& RestSectiooralion Naqirdl Reno on (NRRRD) REVISION #2 IS THE RESULT OF DAMAGES INFLICTED BY HURRICANE IRMA ONTO THE EXISTING STRUCTURE, WHICH IS TO BE MODIFIED AS PART OF THE ORIGINAL SCOPE OF WORK 74'-0" BISCAYNE BAY EXISTING VIEWING PLATFORM DAMAGED BY HURRICANE IRMA TO BE REPAIRED. (2) PLATFORM PILES AND BEAM TO REMAIN, TYP. (2) PLATFORM PILES TO BE REMOVED, TYP. EXISTING SEAWALL TO REMAIN, TYP. (2) EXISTING DAVIT PADS TO REMAIN PROPERTY LIINE 100'-0" EXISTING CONDITIONS PLAN 3/32" = 11-0" 14'-0" 12'— RECEIVED JUL 23 2018 —BY .•• • • • • • .• EXTENSION AND BOAT LIFT • ,. W �"' • •� ciq••• Z °�• •:•W 0 VJ 0 U 0) w Z < CC maI w< ct J CT L ww QZ� z0N c • LI.�••• to ..••. ELECTRICAL PLUMBING MECHAN:CA SUE JECT TO GOM STATE. AND COUN PROPOSED VIEWING PLATFORM EXTENSION AND BOAT LIFT FOR: JACQUELINE BARRANTES 9879 NE 13 AVENUE MIAMI SHORES, FLORIDA AUG 0 3 2C ;. DERM Coastal Res CONSULTING ENGINEER:'''--' - ^nn J.N. SHEINGOLD P.E. PE #21181 12420 SW 75 AVENUE MIAMI, FLORIDA 33156 99th St 96tIi St j NE98th N NE_10 T E4,P C , �= y� i E94th OFFICE: 305 986 7002 FAX: 305 253 4455 NE,102nd St=, �'� r�tdE140th"St^"' _fl NE 49th St t�E9th St N 9sthSt_ N---s`—, a� �..o.✓`'• ;N 93rd'St7 MAP VICINITY MAP LOT LOEATt0t1 1 HP MOTOR, TYP. MOTOR CONTROL CABLE GFI PROTECTION AS PER NEC 110, 215, 240 & 310.16.4 CONNECT TO EXISTING HOUSE PANEL/ 30 AMP DISCONNECT MEANS NEW 1 2" 0 CCA WOOD PILE, TYP. NEPTUNE 2 MOTOR BOAT LIFT LIQUID TIGHT CONNECTORS, TYPICAL 4" CARFLEX W/ BLACK, RED, ORANGE, GREEN & YELLOW MOTOR CONTROL CABLE REMOTE BOX 2" PVC W/ BLACK, RED, ORANGE, GREEN & YELLOW MOTOR CONTROL CABLE ALL WORK TO BE PEFORMED SHALL BE AS PER 2010 FBC 107.2.1.3 NEPTUNE CRADLE LIFT RISER DIAGRAM N.T.S. PROJECTION OF PROPERTY LINE EXISTING SEAWALL TO REMAIN (2) EXISTING DAVITS TO REMAIN, TYP. EXISTING VIEWING PLATFORM EXTENSION PLAN 3/32" = 1'-0" 0 BISCAYNE BAY 16'-0" NEW 2"X8" FASCIA NEW 16,000 LB NEPTUNE CRADLE LIFT SOLAR LIGHTS ON OUTSIDE LIFT PILES, TYP. 5'-0" 4'-0" X 21'— (14) NEW 12" CCA DOCK AND LIFT PILES, TYP. A NEW 2"X6" P.T. TROPICAL DECKING WITH (2) 34" SS RINGS HANK NAILS AT EACH CONNECTION. PROVIDE 1" SPACING BETWEEN BOARDS NEW 3"X8" JOISTS @ ® 1 24" 0.C. W/ 1 "X 12" LTS12 SIMPSON SS STRAPS (FL10456.29) p, W/ 7 SS 10d T&B, fi�YP- NIGHT TIME REFLECTORS ON ALL PILES S IRUC TURAL REVIE A DROVED EXISTING 4"X12" BEAM W/ 2 4" HDG THROUGH BOLTS AT EACH PILE CONNECTION NEW 3"X8" JOISTS @ 24" 0.C. W/ 1 "X12" LTS12 SIMPSON SS STRAPS (FL10456.29) W/ 7 SS 10d T&B, TYP. NEW 2"X6" P.T. TROPICAL DECKING WITH (2) 34" SS RINGS HANK NAILS AT EACH CONNECTION. PROVIDE 1" SPACING BETWEEN BOARDS t RER t`s , Ur G'' RE •PRELI°. A= atir` . NAME DATE RECEIVED JUL 00 1 7 2018 N DERM Coastal Resources Section Natural Re_oumA3s Regulation & Restore'; n Di•rsion NRRRD) NEW 3"X12" BEAM W/ 2 4" HDG THROUGH BOLTS AT EACH PILE CONNECTION, TYP. U.O.N. (3) NEW 4"X4" POST FOR SWAG ROPE RAIL, TYP. (3) SWAG ROPE RAIL, TYP. 'fi: E FR l • • . . i••• Lr• up •t •• ./1,1,.. • ce • IZ • • • •.1te • o • 1 z 0 1- 0 w 0 0_ 10 •.. ... ••. •• • • •I • .• • • .. . Southern Marine Construction, Inc. ____uszoo_ - Custom Docks - Seawalls - Soatlifters - Pile Driving 305-861-2764 0 - Environmental Planning & Permits ( ) www.southernmarineconstruction.net 305-865-4848 (f) PROPOSED VIEWING PLATFORM EXTENSION AND BOAT LIFT CKVNEN: • JCQUELINE BARRANTES • .0879 NE 13 Avenue Miami Shores, Florida CONSULTING ENGINEERS' J.N. SHEINGOLD P.I!: • ; (0) pt 986r:3oa 12420 SW 75 AVENUE ; (F.)107Q 3 4455. MIAMI, FLORIDA 33146 ••: .;. PE #21181 A-2 NEW VIEWING PLATFORM TO BE INSTALLED SECTION AA 1 /2" = 11-0" (3) SWAG ROPE RAIL, TYP. NEW 2"X8" FASCIA EXISTING PLATFORM PILE TO REMAIN 72'-8 1 /2" NEW DOCK EXTENSION A STRUCTURAL REVIEW APPROVED P.T. TROPICAL ULCKIN0 WITH (2) 34" SS HANK NAILS AT EACH CO PROVIDE 1" SPACING EEN BOARDS NEW 3"X8" JOISTS © 24" 0.C. (2) NEW 4" H.D.G. THROU—BOLTS, TYP. NEW 3"X12" PILING BEAM, TYP. i lEi - NATURAL'�'`'' 5 :, �..1 �,_ a=�'„..:: i3('✓lS Gia PRELIM AR i Y e : wiV3`L NE DATE R NEW COPPER CAPTYF. NEW 1"X2" P.T. PILE TRIM, TYP. 1 "X12" LTS12 SIMPSON SS STRAPS (FL10456.29) W/ 7 SS 10d T&B, TYP. NEW 2"X8" END FASCIA AL EL. +6.50' NGVD T.O. DOCK EXTENSION Anip EL. +5.75' NGVD T.O. EXISTING DOCK NUT & WASHER AT EACH END, TYP. EL. +1.50' NGVD MHW •6• • ••. 40441. $EL.—0.3(?'• tslt•JD MLW • • • (14) NEW 12"0 CCA DOCK•AM LIFE .- PILES, TYP. • • .• .• • • • • • • • • • • •• • RECEIVED JUL 17 2018 DERM Coastal Rasourges 5 Natural ResourcesR won Regulation 8 Restoration D!v(sie, (NRRRO) • • • •• • • • • • • • •. •• 011 Southern Marine Construction, Inc. ______ jiimo_ - Custom Docks - Seawalls - Boatlifters - Pile Driving - Environmental Planning & Permits 305-861-2764 (o) www.southernmarineconstruction.net 305-865-4848 (f) I• PROPOSED VIEWING PLATFORM EXTENSION AND BOAT LIFT CANNER JACQUELINE BARRANTES 4879 NE 13 Avenue N%liami Shores, Florida CONSULTING ENdrIVE'ERS' J.N. SHEINGOLD REi • • (0) 80i 986.7002 12420 SW 75 AVENUE ; (;) 305Q63 445i MIAMI, FLORIDA331$c •; •.• •;• PE #21181 A-3 3'-4 j SECTION BB S (RUCTURAL REVIEW APPROVED 1 2' NEW 4"X4" POST FOR SWAG ROPE RAIL (3) SWAG ROPE RAIL, TYP.__ NEW 2"X6" P.T. TROPICAL DECKING WITH (2) 3311S3__ CGS HHAN NAILS AT EACH CONNECTION. PROVIDE 1" SPACING BETWEEN BOARDS; - NEW 3"X8" JOISTS @ 24" 0.C. 1 "X12" LTS12 SIMPSON SS NEW 3"X12" PILING BEAM STRAPS (FL10456.29) W/ 7 SS 10d T&B, TYP. 4"X6"Xi" ALUM.ANGLE W/2 i" H.D.G. LACE AT SINGLE BEAM NEW 3"X8" LEDGER CONNECTIONS ONLY, TYP. WITH g" SS RED HEADS @ 30" 0.C. EXISTING BATTER PILE TO REMAIN EXISTING SEAWALL AND SEAWALL CAP TO REMAIN PROVIDE ROOFING FELT MATERIAL BETWEEN ALUM. AND WOOD PILE (2) NEW i" H.D.G. THROU-BOLTS, TYP. 0) NEW DOCK EXTENSION AUG 0 3 20' DERM C.ccs' i Res, . `.,rats n Apip EL. +5.75' NGVD T.O. NEW PLATFORM Apip EL. +1.50' NGVD MHW • • • • • •• • Ahip EL. -0.50' Nj,Vq•• MLW • ••• • • • • ••• •••• ••• • • • EXISTING PLATF Iy • PILE TO REMk/Id••• • • • • • • �•• • • • • •• • 1/2" = 1'-0" • RER NP-1, ; l C 7'�: k .D 3..:"1I1S'kj'�N ton, 6iM1f11 • PREP 1Y:,7i 1E4.7'Y APFROVAL RECEIVED JUL 1 7 2018 DERM Coastal Resources Section Natural Resources Regulation & Restoration Division (NRRRD) • •• • • •• • • • • Southern Marine Construction, Inc. ____ditio__ - Custom Docks - seawalls - Boatlifters - Pile Driving 305-861-2764 0 - Environmental Planning & Permits ( ) www.southernmarineconstruction.net 305-865-4848 (f) PROPOSED VIEWING PLATFORM EXTENSION AND BOAT LIFT OWNER: JACQUELINE BARRANTES 479 NE 13 Avenue Miami Shores, Florida CONSULTING ENGINEERS' J.N. SHEINGOLD P.E:• ; (0)r00 9697902 12420 SW 75 AVENUt ; (E)':01'3 71#45s MIAMI, FLORIDA 3346 c• •i ••• •i• i• PE #21181 ...„..„.. A-4 NEW SHEET